JKSE 172216 - MANG B80-B3 Combined dwgs.pdf

PDF 11 MB Posted Jul 29, 2020

Attached to: JKSE 172216, Install Crane, B80
Solicitation number: W50S7L-20-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal construction contract opportunity with the Montana Air National Guard. The solicitation is for project JKSE 172216 to install a crane and complete other facility upgrades at Building 80 in Great Falls, Montana. Work will include installing air conditioning, constructing structural supports for a bridge crane and fall arrest system, adding supplementary heat to work and hangar areas, repairing the hangar floor, installing flexible pavement, and adding a domestic water line. The opportunity is set aside exclusively for small businesses with a size standard of $39.5 million. The estimated value is between $1,000,000 and $5,000,000 to be awarded on a firm fixed-price basis. Funds are not currently available but are expected to be allocated by September 30, 2020. The contract will be awarded to the responsible bidder providing the most advantageous price and pricing factors to the Department of the Army National Guard.

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PROJECT TEAM

OWNER:

MONTANA AIR NATIONAL GUARD

120TH AIRLIFT WING

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

ARCHITECT:

SCHLENKER & MCKITTRICK ARCHITECTS, P.C. (D.B.A. SMA

ARCHITECTS)

920 FRONT STREET SUITE 101

HELENA, MT 59601

P | 406/442-4933

MECH, FIRE PROTECTION, AND ELECT ENGINEERS:

MKK CONSULTING ENGINEERS, INC.

920 FRONT STREET, SUITE 104

HELENA, MT 59601

P | 406/438-1467

STRUCTURAL AND INDUSTRIAL HYGIENE ENGINEERS:

TD&H ENGINEERING

1800 RIVER DRIVE NORTH

GREAT FALLS, MT 59401

P | 406/761-3010 / F | 406/727-2872

CIVIL ENGINEERS:

ROBERT PECCIA & ASSOCIATES

3174 SADDLE DRIVE

HELENA, MT 59601

P | 407/447-5000

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24"X36" AND IN COLOR.

3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. STUD, CENTERLINE OF COLUMN GRIDLINE, OR F.O.

FINISH (INTERIOR), U.N.O.; VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, OR T.O. FRAMING, U.N.O.

4. INFORMATION REGARDING EXISTING SITE CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS.

CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A

WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED.

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL BELOW GRADE UTILITES PRIOR TO EXCAVATION AND CONSTRUCTION.

2. CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXCAVATING NEAR UNDERGROUND FACILITIES.

3. ANY DAMAGE TO ABOVE OR BELOW GRADE UTILITIES AND/OR FACILITIES SHALL BE IMMEDIATELY REPORTED TO THE

CONTRACTING OFFICER. ALL DAMAGED UTITLIES AND/OR FACILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY ITEMS DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL RESTORE ALL SURFACED AND LANDSCAPED AREAS ADJACENT TO THE PROJECT DAMAGED DURING

CONSTRUCTION TO EQUAL OR BETTER CONDITIONS DETERMINED BY CONTRACTING OFFICER.

CONSTRUCTION NOTES

SECTION NUMBER N

VIEW CALLOUT NORTH ARROW

EXTERIOR ELEVATION CALLOUT

EXTERIOR WALL TYPE SYMBOL

BUILDING SECTION CALLOUT

WALL SECTION CALLOUT

INTERIOR ELEVATION CALLOUT

DETAIL VIEW CALLOUT

DOOR SYMBOL

WINDOW TYPE SYMBOL

INTERIOR WALL TYPE SYMBOL

KEYNOTE CALLOUT

LEVEL CALLOUT

SHEET NUMBER

DIRECTION OF CUT PROJECT NORTH

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT

VIEW NUMBER

SHEET NUMBER

DIRECTION OF VIEW

LEVEL TITLE

LEVEL ELEVATION

SHEET LEGEND

A3.00

24 VIEW NAME

VIEW SCALEA1.00

A0.00 1

A1.00

LEVEL NAME

ELEVATION

100A

EW-1A

A1.00

BIM FILE PATH:

SHEET NO.:

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

PROJECT ADDRESS

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:3 7:

COV

JKSE172216

11.15.2019

COVER SHEET

TJ/PR

PR/TM

INSTALL CRANE, B80

JKSE172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

INSTALL CRANE, B80

Type B-3 (100%) SUBMITTAL | 11.15.2019

PROJECT NUMBER JKSE172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

INSTALL CRANE, B80

COVER SHEET

COV COVER SHEET

ARCHITECTURAL DRAWINGS

A1.20 DEMOLITION FLOOR PLAN

A2.00 FLOOR PLAN

A2.40 ROOF PLAN & DETAILS

A3.00 EXTERIOR ELEVATIONS

SHEET INDEX

STRUCTURAL DRAWINGS

S1.0 GENERAL STRUCTURAL NOTES

S1.1 GENERAL STRUCTURAL NOTES

S1.2 GENERAL STRUCTURAL NOTES

S1.3 TYPICAL DETAILS

S2.0 FLOOR SLAB PLAN

S3.0 HIGH ROOF FRAMING PLAN

S3.1 ROOFTOP FALL PROTECTION PLAN

S4.0 BUILDING SECTIONS

S4.1 BUILDING SECTIONS

S4.2 BUILDING SECTIONS

S4.3 BUILDING SECTIONS

S5.0 FOUNDATION DETAILS

S6.0 FRAMING DETAILS

S6.1 FRAMING DETAILS

S6.2 FALL PROTECTION DETAILS

VICINITY MAP SITE MAP

MECHANICAL DRAWINGS

M0.00 MECHANICAL COVERSHEET

M1.00 MECHANICAL DEMOLITION PLAN

M2.00 FIRST FLOOR MECHANICAL PLAN

M3.00 MECHANICAL DETAILS

M4.00 MECHANICAL SCHEDULES

M5.00 MECHANICAL CONTROLS

ELECTRICAL DRAWINGS

E0.00 ELECTRICAL COVER SHEET

E1.00 FIRST FLOOR ELECTRICAL DEMO PLAN

E1.01 EXISTING ELECTRICAL UNDERGROUND PLAN

E2.00 FIRST FLOOR ELECTRICAL PLAN

E4.00 ELECTRICAL ONE-LINE DIAGRAM

E5.00 PANEL SCHEDULES

E5.01 PANEL SCHEDULES

E6.00 DETAILS AND SCHEDULE

UBC UNIFORM BUILDING CODE

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V.B. VAPOR BARRIER

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITE TILE

VEN VENEER

VERT. VERTICAL

VEST VESTIBULE

VFY. VERIFY

VG VERTICAL GRAIN

VIN VINYL

VP VENEER PLASTIC

VT VINYL TILE

VWC VINYL WALL COVERING

W WEST/WOMEN'S

W/ WITH

W/D WASHER/DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD. WOOD

WH WATER HEATER

WIND. WINDOW

WWF WELDED WIRE FABRIC

WWM WIRE MESH

STD. STANDARD

STL. STEEL

STOR STORAGE

STRUCT. STRUCTURAL

SUBFLR SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SY SQUARE YARD

T&G TONGUE AND GROOVE

T.B. TEST BORE

T.O. TOP OF

T.O. FTG TOP OF FOOTING

T.O. SL. TOP OF SLAB

T.O.B. TOP OF BEAM

T.O.C. TOP OF CONCRETE

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TB TOWEL BAR

TEL TELEPHONE

TEMP TEMPERATURE

TEMP. TEMPORARY

THERM. THERMOSTAT

THK THICK

THROUGH. THROUGHOUT

THRU THROUGH

TJI TRUSS JOIST INCORPORATED

TOT. TOTAL

TPO THERMOPLASTIC POLYOLEFIN

TS TUBE STEEL

TV TELEVISION

TYP. TYPICAL

U.L. UNDERWRITERS LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

U/ UNDER

RC ROOF/CEILING

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECOMM. RECOMMENDATION(S)

REF REFERENCE

REFR/REF REFRIGERATOR

REINF REINFORCING

REQ. REQUIRED/REQUIREMENT(S)

RES RESILIENT

REV REVERSED

RIG. RIGID

RM ROOM

RO ROUGH OPENING

RV ROOF VENT

S SOUTH

S.C. SOLID CORE

S.I.P. STRUCTURAL INSULATED PANEL

SACT SUSPENDED ACOUSTICAL CEILING TILE

SAT SUSPENDED ACOUSTICAL TILE CEILING

SCHED. SCHEDULE

SECT SECTION

SF SQUARE FEET

SHEATH./SHTHG SHEATHING

SHLVNG SHELVING

SHLVS SHELVES

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SLNT SEALANT

SM SURFACE MOUNTED

SOG SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

SS STAINLESS STEEL

NA NOT APPLICABLE

NAT. NATURAL

NEC. NECESSARY

NO NUMBER

NOM. NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

O.H. OVERHANG

O/ OVER

OCC. OCCUPANTS

OD OUTSIDE DIAMETER

OH OVERHEAD

OPER. OPERABLE

OPNG OPENING

OPP OPPOSITE

PART. PARTITION

PART. BD. PARTICLE BOARD

PC PRECAST CONCRETE

PERIM. PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLAST PLASTIC

PLYWD. PLYWOOD

PNL PANEL

PRE-MAN. PRE-MANUFACTURED

PREFIN. PREFINISHED

PSL PARALLEL STRAND LUMBER

PT POINT

PVC POLYVINYL CHLORIDE PLASTIC POLYMER

PVMT PAVEMENT

QTY QUANTITY

R RISER

RA ROOF ASSEMBLY

RAD RADIUS

RB RUBBER BASE

IECC INTERNATION ENERGY CONSERVATION CODE

IN INCH

INCL INCLUDED

INFIL. INFILTRATION

INFO INFORMATION

INSUL. INSULATION

INT. INTERIOR

IWA INTERIOR WALL ASSEMBLY

JAN JANITOR

JST JOIST

LAV. LAVATORY

LF LINEAL FOOT

LOC. LOCATION

LSL LAMINATED STRAND LUMBER

LVL LAMINATED VENEER LUMBER

LVR LOUVER

LVT LUXURY VINYL TILE

M MEN'S

MACH. MACHINE

MAT. MATERIAL

MAX. MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH. MECHANICAL

MEMB. MEMBRANE

MEZZ MEZZANINE

MFR. MANUFACTURER

MH MAN HOLE

MIN. MINIMUM or MINUTE

MIRR MIRROR

MISC. MISCELLANEOUS

MO MASONRY OPENING

MTL. METAL

MULL MULLION

N NORTH

N.I.C. NOT IN CONTRACT

FIN. FINISHED

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOUND. FOUNDATION

FOW FACE OF WALL

FRP FIBERGLASS REINFORCED PANEL

FSD FIRE SEPARATION DISTANCE

FT FOOT OR FEET

FT. FOOT

FTG FOOTING

G.A. GYPSUM ASSOCIATION

G.C. GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GEOTECH. GEOTECHNICAL

GI GALVANIZED IRON

GL GLASS

GLB GLULAM BEAM

GR. GROSS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H.M. HOLLOW METAL

HB HOSE BIB

HC HANDICAPPED

HDR HEADER

HORIZ. HORIZONTAL

HR. HOUR

HSS HOLLOW STEEL SECTION

IBC INTERNATIONAL BUILDING CODE

IEBC INTERNATIONAL EXISTING BUILDING CODE

DL DEAD LOAD

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL.(S) DETAIL OR DETAILS

DWG DRAWING

E EAST

E.J. EXPANSION JOINT

E.W. EXTERIOR WALL

EA. EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

ELEC. ELECTRICAL

ELEV. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EO ELECTRICAL OUTLET

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP. EQUIPMENT

EXH EXHAUST

EXP EXPANSION

EXT. EXTERIOR

EXTR. EXTRUDED

F.F. FLOOR FINISH

F.F.L. FINISHED FLOOR LEVEL

F.O. FACE OF

FA FLOOR ASSEMBLY

FABR FABRICATE

FC FLOOR-CEILING

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFHB FROST FREE HOSE BIB

FG FINISH GRADE

FH FIRE HYDRANT

CG CORNER GUARD

CH CHANNEL

CI CUBIC INCHES

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CLR. CLEAR

CMNT CEMENT

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL(S). COLUMNS

COMP. COMPOSITE

CONC. CONCRETE

COND CONDITION

CONF CONFERENCE

CONN CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT./CONTR. CONTRACTOR

COORD. COORDINATE

CUH CABINET UNIT HEATER

CW COLD WATER

CY CUBIC YARD

DBL DOUBLE

DED. DEDUCTIVE

DEF. DEFINITION

DEMO. DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST. DISTANCE

(E) EXISTING

(N) NEW

A.C.T. ACOUSTIC CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

A.I.B. AIR INFILTRATION BARRIER

A/C AIR CONDITIONING

ACOUST ACOUSTICAL

ADD. ADDITIVE

ADJ ADJACENT

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD. ANODIZED

APPROX. APPROXIMATE

ARCH. ARCHITECT

ARM ADMINISTRATIVE RULES OF MONTANA

ASSEMB. ASSEMBLY

AUTO AUTOMATIC

B.O. BOTTOM OF

B.O.W. BOTTOM OF WALL

BARR. BARRIER

BD BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BRG BEARING

BSBD BASEBOARD

BTWN BETWEEN

BYND. BEYOND

C.C. CENTER TO CENTER

C.L.L. CONTRACT LINE LIMIT

C.T. CERAMIC TILE

CAB CABINET

CAP CAPACITY

CDX EXTERIOR GRADE PLYWOOD

CENT. CENTERED

CF CUBIC FEET

TYPICAL ARCHITECTURAL ABBREVIATIONS

CIVIL DRAWINGS

C001 CIVIL GENERAL NOTES AND SHEET INDEX

C002 LEGEND, ABBREVIATIONS, AND SURVEY CONTROL

C101 SITE PLAN

C102 SURFACING SECTIONS/DETAILS

C400 WATERLINE PLAN AND PROFILE

C401 WATER SYSTEM DETAILS

C500 PIPE DETAILS

PLUMBING DRAWINGS

P2.00 FIRST FLOOR PLUMBING PLAN

SOUTHWEST GREAT FALLS - GF INTERNATIONAL AIRPORT

PROJECT LOCATION

NO. DATE REVISION DESCRIPTION

BIM FILE PATH:

SHEET NO.:

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

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C001

JKSE 172216

2019.11.15

CIVIL GENERAL NOTES

AND SHEET INDEX

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

GENERAL NOTES CIVIL SHEET INDEX

AutoCAD SHX Text

1. UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL WORK WILL CONFORM TO MPWSS, LATEST EDITION. UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL WORK WILL CONFORM TO MPWSS, LATEST EDITION. 2. WITH 48 HOURS NOTICE, BASE LINE POINTS OR OTHER CRITICAL HORIZONTAL CONTROL MAY BE OBTAINED FROM THE ENGINEER IN A WITH 48 HOURS NOTICE, BASE LINE POINTS OR OTHER CRITICAL HORIZONTAL CONTROL MAY BE OBTAINED FROM THE ENGINEER IN A NORTHING AND EASTING FORMAT CORRESPONDING WITH CONTROL POINTS. AUTOCAD BASE MAP WILL BE PROVIDED TO CONTRACTOR TO ASSIST IN LOCATING PERTINENT POINTS FOR CONSTRUCTION. THE ACCURACY OF THE BASE MAP WITH RESPECT TO BUILDING CORNER LOCATIONS AND BUILDING DIMENSIONS MUST BE VERIFIED WITH THE PROJECT ARCHITECT. 3. EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. ACCURACY OF EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. ACCURACY OF SUCH INFORMATION IS NOT GUARANTEED AND SHALL BE VERIFIED BY THE CONTRACTOR. SERVICE LINES (IRRIGATION, DATA, WATER, POWER, COMMUNICATIONS, GAS, STEAM, STORM WATER AND SEWER) MAY NOT BE STRAIGHT (DEPTH NOT EVEN) OR AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY BEFORE EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATES. 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF MAKING THE CONNECTION. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF MAKING THE CONNECTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THEIR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THEIR CONSTRUCTION ACTIVITIES. 6. STORM DRAIN, SANITARY SEWER, AND WATER LINES SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN ELEVATIONS SHOWN, UNLESS A STORM DRAIN, SANITARY SEWER, AND WATER LINES SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN ELEVATIONS SHOWN, UNLESS A VERTICAL ADJUSTMENT IS NOTED ON THE PLANS. 7. ALL EXISTING UTILITIES THAT ARE TO BE REMOVED SHALL BE CAPPED AND PLUGGED AT THEIR CUT TERMINATION POINTS. ALL EXISTING UTILITIES THAT ARE TO BE REMOVED SHALL BE CAPPED AND PLUGGED AT THEIR CUT TERMINATION POINTS. 8. FIRE DEPARTMENT ACCESS MUST BE PROVIDED TO ALL BUILDINGS DURING CONSTRUCTION. FIRE DEPARTMENT ACCESS MUST BE PROVIDED TO ALL BUILDINGS DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS. 10. MAINTAIN PIPE GRADE OF WATER MAINS AS SHOWN. WHERE AT LEAST 6'-6" OF COVER CANNOT BE MAINTAINED, INSTALL RIGID BOARD MAINTAIN PIPE GRADE OF WATER MAINS AS SHOWN. WHERE AT LEAST 6'-6" OF COVER CANNOT BE MAINTAINED, INSTALL RIGID BOARD INSULATION AS DIRECTED BY THE ENGINEER. 6'-6" DEPTH OF BURY TO TOP OF PIPE FOR WATER MAINS IS THE MINIMUM ALLOWED. ACTUAL DEPTH OF BURY MAY EXCEED 6'-6" IN SOME AREAS DUE TO EXISTING UTILITY CROSSINGS AND ACTUAL DEPTH OF BURY REQUIRED FOR CONNECTING TO EXISTING WATER LINES. 11. CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10'-0" (FROM OUTSIDE WALL TO OUTSIDE WALL) OF CLEARANCE IS MAINTAINED CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10'-0" (FROM OUTSIDE WALL TO OUTSIDE WALL) OF CLEARANCE IS MAINTAINED HORIZONTALLY BETWEEN ALL WATER AND SEWER/STORM MAINS. CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER/STORM MAINS THAT CROSS. 12. CONTRACTOR SHALL NOTIFY THE CITY OF GREAT FALLS WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WATER CONTRACTOR SHALL NOTIFY THE CITY OF GREAT FALLS WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WATER RELATED CONSTRUCTION. 13. ANY EXISTING OR NEW VALVES WHICH CONTROL CITY WATER SUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY. ANY EXISTING OR NEW VALVES WHICH CONTROL CITY WATER SUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY. 14. ALL ASPHALT TO BE REMOVED SHALL BE CUT ALONG A NEAT STRAIGHT LINE. CONTRACTOR SHALL APPLY EMULSIFIED ASPHALT, TACK ALL ASPHALT TO BE REMOVED SHALL BE CUT ALONG A NEAT STRAIGHT LINE. CONTRACTOR SHALL APPLY EMULSIFIED ASPHALT, TACK COAT (SS-1) OR APPROVED EQUAL TO CUT EDGE PRIOR TO PLACEMENT OF NEW ASPHALT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT THE CUT EDGE DURING CONSTRUCTION. IF THE CUT EDGE IS IN ANY WAY DAMAGED PRIOR TO PLACING NEW ADJACENT ASPHALT, THE CONTRACTOR SHALL RECUT THE EDGE, IN A MANNER SATISFACTORY TO THE ENGINEER, AND SHALL PLACE ADDITIONAL ASPHALT AT CONTRACTORS EXPENSE. 15. INSTALL EXPANSION JOINTS AND DOWELS AT ALL INTERFACES BETWEEN NEW AND EXISTING SIDEWALKS, CURB AND GUTTER, AND OTHER INSTALL EXPANSION JOINTS AND DOWELS AT ALL INTERFACES BETWEEN NEW AND EXISTING SIDEWALKS, CURB AND GUTTER, AND OTHER CONCRETE SURFACING. 16. CONTRACTOR SHALL IMPLEMENT BMP'S IN ACCORDANCE WITH MDEQ'S STORM WATER MANAGEMENT FIELD GUIDE FOR BEST MANAGEMENT CONTRACTOR SHALL IMPLEMENT BMP'S IN ACCORDANCE WITH MDEQ'S STORM WATER MANAGEMENT FIELD GUIDE FOR BEST MANAGEMENT PRACTICES.

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:0 4:

C002

JKSE 172216

2019.11.15

LEGEND, ABBREVIATIONS

AND SURVEY CONTROL

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

LEGEND FOR CIVIL DRAWINGS

DETAIL AND SECTION CALLOUT

ABBREVIATIONS

NOTES:

SURVEY CONTROL

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VOICE COMMUNICATIONS

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SEWER FORCE MAIN

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WATER SERVICE

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SANITARY SEWER SERVICE

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WELL

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YARD HYDRANT

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FIRE HYDRANT

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TELEPHONE BOX

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TELEPHONE PEDESTAL

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TRANSFORMER

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ELECTRICAL SERVICE METER

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POWER POLE

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SANITARY SEWER MANHOLE

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STREET LIGHT

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VALVES

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GAS METER

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IRRIGATION

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WATER

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GAS

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UNDERGROUND ELECTRICAL

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TELEPHONE

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SANITARY SEWER

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FIBER OPTICS

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CABLE TELEVISION

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PROPOSED

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EXISTING

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DESCRIPTION

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DETAIL NUMBER

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DWG NO. WHERE SHOWN

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ON DWG WHERE SECTION OR DETAIL IS SHOWN:

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DWG NO. WHERE TAKEN

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ON DWG WHERE SECTION OR DETAIL IS TAKEN:

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SECTION LETTER

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AutoCAD SHX Text A

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CXXX

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ENLARGED FOR CLARITY

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SECTION OR DETAIL SHOWN MULTIPLE PLACES

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OVERHEAD POWER

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FLOOR DRAIN

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ROOF DRAIN

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BARBWIRE FENCE

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AutoCAD SHX Text N/A

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CONSTRUCTION LIMITS

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STORM DRAIN INLETS

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SEWER CLEANOUT

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CENTER LINE

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BUILDING

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PROPERTY LINE

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PROPERTY PINS

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CHAIN LINK FENCE

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WOOD FENCE

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CULVERT

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STORM WATER DRAINAGE

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DRAINAGE DITCH

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TREES & SHRUBS

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SAME

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SAME

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EXISTING

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DESCRIPTION

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PROPOSED

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SEE LANDSCAPING PLANS

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SAME

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ELECTRICAL VAULT

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SAME

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SAME

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SAME

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ELECTRICAL MANHOLE

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STORM MANHOLE

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TELEPHONE MANHOLE

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AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text D

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ELECT

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CIVIL SHEETS - PREFIX DESIGNATIONS C CIVILCIVIL

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PWR

AutoCAD SHX Text G

AutoCAD SHX Text W

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OHPWR

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FIRE SERVICE

DIAMETER

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AFF

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ANC

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ANSI

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APPROX

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AWWA

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AMERICAN WATER WORKS ASSOCIATION

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APPROXIMATELY

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AMERICAN NATIONAL STANDARDS

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ANCHOR

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ALUMINUM

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ABOVE FINISHED FLOOR

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ASBESTOS CEMENT

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ANCHOR BOLT, AGGREGATE BASE,

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BFF

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BFV

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BLDG

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BOC

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BVC

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FAB

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FCA

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BLIND FLANGE, BUTTERFLY

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BELOW FINISH FLOOR

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BUTTERFLY VALVE

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BUILDING

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BENCHMARK

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BACK OF CURB

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BALL VALVE

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BEGIN VERTICAL CURVE

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CIP

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CIPP

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CLR

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CMP

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CPE

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CPLG

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CPVC

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CSP

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DEPT

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DUCTILE IRON, DRAIN INLET

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DIA

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DIMJ

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DIP

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DWG

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EFF

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ELEV

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EOP

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EVC

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EXT

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E,EXST,EXIST

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CUBIC YARDS

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CHECK VALVE

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CORRUGATED STEEL PIPE

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CHLORINATED POLYVINYL CHLORIDE

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COUPLING

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CORRUGATED POLYETHYLENE PIPE

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CONTROL POINT

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CLEANOUT

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CORRUGATED METAL PIPE

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CLEAR

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CENTERLINE

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CURED-IN-PLACE PIPE

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CAST IRON PIPE, CAST-IN-PLACE

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CAST IRON, CURB INLET

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CHANNEL, CENTER

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DRILL HOLE (SOIL BORING)

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DEPARTMENT

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DRAWING

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DRAIN, DIMENSION RATIO

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DUCTILE IRON PIPE

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DUCTILE IRON MECHANICAL JOINT

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DIAMETER

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EXISTING

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EXTERIOR

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EACH WAY

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END VERTICAL CURVE

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EDGE OF PAVEMENT

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ELEVATION

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EFFLUENT

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EACH

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FLANGED COUPLING ADAPTER

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FLEXIBLE COUPLING

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FABRICATION

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INSTITUTE

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ABANDONED

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PROP

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PSI

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PVC

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PVI

AutoCAD SHX Text R

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RCB

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RCP

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ROW

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AutoCAD SHX Text R/W

AutoCAD SHX Text S

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SCH

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SDI

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SDR

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SECT

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SF/SQFT

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STA

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STD

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STL

AutoCAD SHX Text T

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TBC

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TBM

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TEMP

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TOW

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TYP

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UGP

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UPC

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VERT

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VLV

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AutoCAD SHX Text W/

AutoCAD SHX Text W/O

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WWF

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AutoCAD SHX Text X

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USED AS A VARIABLE

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YARD

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WELDED WIRE FABRIC

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WATER VALVE

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WATER SURFACE, WATER STOP

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WITHOUT

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WITH

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WATER, WEST

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VALVE

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VERTICAL

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VENT, VOLT, VALVE

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UNIFORM PLUMBING CODE

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UNDERGROUND POWER

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UNDERGROUND

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TYPICAL

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CABLE TELEVISION

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TEST PIT

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TOP OF WALL

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TEMPERATURE, TEMPORARY

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TEMPORARY BENCHMARK

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TOP BACK OF CURB

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TELEPHONE

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STEEL, STEEL PIPE

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STANDARD

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STATION

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SANITARY SEWER, STAINLESS STEEL

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SQUARE FOOT/FEET

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SECTION

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STANDARD DIMENSION RATIO

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STORM DRAIN INLET

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STORM DRAIN

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SCHEDULE

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SLOPE

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RIGHT-OF-WAY

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RIGHT-OF-WAY, RACEWAY

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RIGHT

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RAILROAD

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RIGHT-OF-WAY

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REINFORCED CONCRETE PIPE

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REINFORCED CONCRETE BOX

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RADIUS

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POINT OF VERTICAL INTERSECTION

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POLYVINYL CHLORIDE PLASTIC

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POINT OF TANGENCY

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POUNDS PER SQUARE INCH

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PROPERTY, PROPOSED

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POINT OF INTERSECTION

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PROPERTY LINE, PLATE

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PLAIN END

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POINT OF CURVATURE

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ROBERT PECCIA & ASSOCIATES

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RED PLASTIC CAP

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RPC

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RPA

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PWR

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UNDERGROUND POWER

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VOICE/COMMUNICATIONS

AutoCAD SHX Text P

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PROPOSED

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FDN

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FETS

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FOC

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FPT

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FTG

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AutoCAD SHX Text G

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GALV

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GPM

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GSP

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HDR

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HDPE

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HGT, HT

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HYD

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IBC

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INFL

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INT

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INV

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INVERT

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INTERIOR, INTERSECTION

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INFLUENT

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INCH

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INSIDE DIAMETER

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INTERNATIONAL BUILDING CODE

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HYDRANT

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HEIGHT

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HIGH DENSITY POLYETHYLENE PIPE

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HEADER

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HEAVY DUTY; HOT-DIPPED

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GATE VALVE

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GALVANIZED STEEL PIPE

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GALLONS PER MINUTE

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GALVANIZED

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GAUGE

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GAS

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FOOT, FEET

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FOOTING

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FEMALE PIPE THREAD

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FACE OF CURB, FACE OF CONCRETE

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FLOOR, FLANGE, FLOW LINE

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FIRE HYDRANT

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FINISH GRADE

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FINISHED FLOOR

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FLARED END TERMINAL SECTION

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FOUNDATION

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FORCE MAIN

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LB(S)

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MAX

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MDT

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MECH

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MFR

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MIN

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MPWSS

AutoCAD SHX Text N

AutoCAD SHX Text N.I.C.

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NO.

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NPT

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NTS

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OAL

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OHPWR

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OVERHEAD POWER

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OUTSIDE FACE, OVERFLOW

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OUTSIDE DIAMETER

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ON CENTER

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OVERALL LENGTH

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NOT TO SCALE

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NATIONAL PIPE THREAD

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NUMBER

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NOT IN CONTRACT

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NORTH

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MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS

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MECHANICAL JOINT

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MINIMUM, MINUTE

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MANHOLE

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MANUFACTURER

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MECHANICAL

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MONTANA DEPT. OF TRANSPORTATION

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MECHANICAL COUPLING

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MAXIMUM

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LEFT

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LINEAL FOOT, LINEAR FEET

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POUND(S)

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1. GENERAL NOTES, ABBREVIATIONS, AND LEGEND FOR SHEETS INVOLVING CIVIL WORK ARE SHOWN ON THIS SHEET. THIS IS A STANDARD GENERAL NOTES, ABBREVIATIONS, AND LEGEND FOR SHEETS INVOLVING CIVIL WORK ARE SHOWN ON THIS SHEET. THIS IS A STANDARD LEGEND SHEET, THEREFORE SOME SYMBOLS AND ABBREVIATIONS MAY NOT APPEAR ON THIS SHEET AND SOME MAY NOT BE UTILIZED ON THIS PROJECT. CONTACT THE ENGINEER FOR ABBREVIATIONS AND SYMBOLS NOT LISTED.

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MUTCD

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MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA)

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TREATED WASTEWATER

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4 6

5 7

W A R N

WARNING WARNING WARNING WARNING WARNING WARNING WARNING WARNING WARNING WARNING WARNING WARNING WARNING

W A R N

BIM FILE PATH:

SHEET NO.:

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:0 4:

C101

JKSE 172216

2019.11.15

SITE PLAN

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

BUILDING 80

BUILDING 25

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

PAVEMENT SECTION

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

PIPE BOLLARD (TYP OF 2)

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

WATERLINE PLAN AND PROFILE

AutoCAD SHX Text

AutoCAD SHX Text C400

AutoCAD SHX Text

FIRE HYDRANT INSTALLATION

AutoCAD SHX Text

AutoCAD SHX Text C401

AutoCAD SHX Text

PIPE BOLLARD (TYP OF 4)

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

FIRE HYDRANT INSTALLATION

AutoCAD SHX Text

C401

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:0 4:

C102

JKSE 172216

2019.11.15

SURFACING SECTIONS /

SITE DETAILS

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

PIPE BOLLARD

NOTES:

PAVEMENT SECTION

AutoCAD SHX Text

14" DIA. NON-REINFORCED CONCRETE FOUNDATION

AutoCAD SHX Text

FINISHED GRADE

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6" SCH 80 STEEL PIPE FILLED WITH CONCRETE

AutoCAD SHX Text

AutoCAD SHX Text C101,C400

AutoCAD SHX Text

SCALE:NONE

AutoCAD SHX Text BOLLARDS SHALL BE PAINTED WITH A SINGLE COAT OF ZINC PRIMER & 2 COATS OF SAFETY YELLOW ALKYD ENAMEL.

AutoCAD SHX Text

ROUND OFF TOP OF CONCRETE AND GRIND SMOOTH

AutoCAD SHX Text

14"/FT SLOPE AWAY FROM PIPE

AutoCAD SHX Text

AutoCAD SHX Text C101,C400

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

4.25" PLANT MIX BITUMINOUS SURFACING (MPWSS TYPE B WITH PG 58-28 BINDER)

AutoCAD SHX Text 19" MINIMUM CRUSHED BASE COURSE (1 1/2" MINUS). COMPACT TO 95% OF STANDARD PROCTOR.

SCARIFY, MOISTURE CONDITION, AND COMPACT TOP 6" OF NATIVE SUBGRADE TO 95% OF STANDARD PROCTOR.

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:0 4:

C400

JKSE 172216

2019.11.15

WATERLINE PLAN

AND PROFILE

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

WATERLINE PLAN AND PROFILE

CONSTRUCTION NOTES:

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

HORIZONTAL

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VERTICAL

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text

SCALE:NONE

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THRUST BLOCK (TYP)

AutoCAD SHX Text

AutoCAD SHX Text C500

AutoCAD SHX Text

VERTICAL PIPE ADJUSTMENT

AutoCAD SHX Text

AutoCAD SHX Text C401

AutoCAD SHX Text

PIPE BEDDING

AutoCAD SHX Text

AutoCAD SHX Text C500

AutoCAD SHX Text

VERTICAL PIPE ADJUSTMENT

AutoCAD SHX Text

AutoCAD SHX Text C401

AutoCAD SHX Text

PIPE BOLLARD (TYP OF 2)

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

FIRE HYDRANT INSTALLATION

AutoCAD SHX Text

AutoCAD SHX Text C401

AutoCAD SHX Text CONNECT TO EXISTING WATER MAIN APPROXIMATELY 10 FEET NORTH OF CONCRETE-ASPHALT TRANSITION. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF CONNECTION. EXACT CONNECTION LOCATION UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING WATER MAIN VALVE.

AutoCAD SHX Text

CONNECT TO EXISTING

AutoCAD SHX Text

CONNECT TO EXISTING

AutoCAD SHX Text

STA 0+00.0 BEGIN ALIGNMENT CONNECT TO EXST 8" C900 WATER MAIN

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8" C900 PVC

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STA 3+44.5 END ALIGNMENT EXST 8" GATE VALVE

AutoCAD SHX Text

STA 2+82.3 EXST STORM SIZE AND DEPTH UNKNOWN

AutoCAD SHX Text

STA 2+96.6 EXST UG POWER

AutoCAD SHX Text

STA 3+04.9 EXST 36" STORM

AutoCAD SHX Text

PIPE BOLLARD (TYP OF 4)

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

FIRE HYDRANT INSTALLATION

AutoCAD SHX Text

AutoCAD SHX Text C401

AutoCAD SHX Text 8"x6" DI TEE

AutoCAD SHX Text

8" DI 90° BEND

AutoCAD SHX Text STA 0+20.8 8"x6" DI TEE (MJ)

AutoCAD SHX Text

STA 2+59.6 8" DI 90° BEND

AutoCAD SHX Text STA 3+30.3 8"x6" DI TEE (MJ)

AutoCAD SHX Text

EXST 8" MAIN

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EXST 8" MAIN

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:0 4:

C401

JKSE 172216

2019.11.15

WATER SYSTEM

DETAILS

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

NOTES:

VERTICAL PIPE ADJUSTMENT

NOTES:

VALVE SETTING

NOTES:

FIRE HYDRANT INSTALLATION

AutoCAD SHX Text

1. DURING CROSSINGS, STRUCTURAL SUPPORT OF THE DURING CROSSINGS, STRUCTURAL SUPPORT OF THE CROSSING UTILITY SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING DAMAGE TO ANY EXISTING PIPES.

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UNCUT LENGTH OF C900 PVC PIPE CENTERED UNDER CROSSING

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NEW C900 PVC

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UTILITY (PER PLAN)

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45 DUCTILE IRON BENDS (MJ) ° DUCTILE IRON BENDS (MJ) (TYP OF 4)

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

1. ADJUST WATER VALVE BOXES UPWARD OR DOWNWARD AS REQUIRED. ADJUST WATER VALVE BOXES UPWARD OR DOWNWARD AS REQUIRED. 2. NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF VALVE BOXES TO NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF VALVE BOXES TO FINISHED GRADE. 3. COMPACT ALL BACKFILL AROUND THE VALVE BOX UPPER SECTION BY COMPACT ALL BACKFILL AROUND THE VALVE BOX UPPER SECTION BY MEANS OF HAND TAMPING. 4. ANY VALVE BOX UNCOVERED BY FINAL GRADING OPERATIONS SHALL ANY VALVE BOX UNCOVERED BY FINAL GRADING OPERATIONS SHALL BE PROVIDED WITH A CONCRETE COLLAR PER THIS DETAIL.

AutoCAD SHX Text

THRUST BLOCK

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SET TOP OF VALVE BOX " BELOW 14" BELOW FINISHED SURFACE

AutoCAD SHX Text

SCALE: NONE

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1. PER UFC 3-260-01, THE TOP OF THE OPERATING NUT MUST BE NO MORE THAN PER UFC 3-260-01, THE TOP OF THE OPERATING NUT MUST BE NO MORE THAN 2'-6" ABOVE FINISHED GRADE AND NO MORE THAN 24" ABOVE THE FINISHED GRADE OF THE ADJACENT FULL-STRENGTH APRON PAVEMENT. USE MUELLER MODERN CENTURIONâ FIRE HYDRANT OR ENGINEER-APPROVED EQUAL. FIRE HYDRANT OR ENGINEER-APPROVED EQUAL. 2. INSTALL HYDRANT WITH PUMPER NOZZLE FACING THE APRON PAVEMENT. THE FACE INSTALL HYDRANT WITH PUMPER NOZZLE FACING THE APRON PAVEMENT. THE FACE OF THE NOZZLE SHALL NOT BE CLOSER THAN 5 FEET TO THE FINISHED EDGE OF THE SHOULDER/VSR PAVEMENT. 3. THRUST RESTRAINTS SHALL BE PROVIDED IN THE FORM OF CONVENTIONAL THRUST RESTRAINTS SHALL BE PROVIDED IN THE FORM OF CONVENTIONAL CONCRETE THRUST BLOCKS ON THE VALVE AND HYDRANT AS PER SPECIFICATIONS.

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THRUST BLOCK

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VALVE SETTING

AutoCAD SHX Text FIRE HYDRANT 5 " BARREL, (2) 2 " AND 14" BARREL, (2) 2 " AND 12" AND (1) 5" PUMPER NOZZLES, DRY BARREL TYPE, 6'-6" BURY

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FINISHED GRADE

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EXISTING WATER MAIN (SIZE PER PLAN)

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6" PIPE SPOOL

AutoCAD SHX Text 6" GATE VALVE (MJxMJ) WITH VALVE BOX

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DUCTILE IRON TEE

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PRECAST CONCRETE BEARING SLAB

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THRUST BLOCK

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MIN. CUBIC YARD 12 CUBIC YARD WASHED GRAVEL

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MECHANICAL JOINT HYDRANT SHOE

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6" PIPE SPOOL

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SCALE: NONE

18"x18"x4" CONCRETE PAD AT GRADE

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COMPACTED GRAVEL

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UPPER SECTION SCREW TYPE CAST IRON VALVE BOX

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VALVE SIZE AND PIPING AS SPECIFIED OR PER PLAN

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2'-6" MAX ABOVE

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2'-6" MAX ABOVE

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2'-6" MAX ABOVE

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C500

THRUST BLOCK NOTES:

HORIZONTAL BEND

VALVES

VERTICAL BEND

NOTE:

THRUST BLOCK

BIM FILE PATH:

SHEET NO.:

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

Pl ot

D at e:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

RPA

& Associates

C:\Users\peterr\Documents\1820 - MANG Building 80-R19_peterrJNJMV.rvt

:0 4:

C500

JKSE 172216

2019.11.15

PIPE DETAILS

K. ARK

H. MANNING

INSTALL CRANE, B80

JKSE 172216

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 (100%) SUBMITTAL

NO. DATE REVISION DESCRIPTION

PIPE BEDDING AND BACKFILL

UNIMPROVED SURFACE

CONSTRUCTION NOTES:

GRAVELED SURFACE

PAVED SURFACE

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1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. 2. P0UR THRUST BLOCKING AGAINST UNDISTURBED EARTH. P0UR THRUST BLOCKING AGAINST UNDISTURBED EARTH. 3. REQUIRED VOLUMES AND BEARING AREAS SHALL BE AS SHOWN IN THE REQUIRED VOLUMES AND BEARING AREAS SHALL BE AS SHOWN IN THE TABLE AND ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS OF 2,000 LBS/SQ. FT. 4. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2,000 LBS/SQ. FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES USE THE FOLLOWING:B = B(13.33)(P /2000) WHERE: 1 = B(13.33)(P /2000) WHERE: 1/2000) WHERE: P = ACTUAL TEST PRESSURE, PSIG 1= ACTUAL TEST PRESSURE, PSIG ACTUAL TEST PRESSURE, PSIG B = COMPUTED BEARING AREA 1= COMPUTED BEARING AREA COMPUTED BEARING AREA B = BEARING AREA FROM TABLE = BEARING AREA FROM TABLE BEARING AREA FROM TABLE 5. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF CONCRETE = 4,050 LBS/CUBIC YARD. TO COMPUTE VOLUMES FOR DIFFERENT TEST PRESSURES USE THE FOLLOWING: ACTUAL VOLUME = (TEST PRESSURE/150) x (TABLE VOLUME). 6. VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS AND HORIZONTAL VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS AND HORIZONTAL BENDS, HAVE THE SAME THRUST BLOCK REQUIREMENTS. 7. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SPECIFIED OR BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SPECIFIED OR SHOWN ELSEWHERE IN THESE PLANS TAKE PRECEDENCE OVER THIS STANDARD DETAIL. 8. THRUST BLOCK BEARING AREA SHALL NOT BE LESS THAN ONE (1.0) SQ. FT. THRUST BLOCK BEARING AREA SHALL NOT BE LESS THAN ONE (1.0) SQ. FT. 9. TEST PRESSURES ARE INDICATED IN THE SPECIFICATIONS AND THE TEST PRESSURES ARE INDICATED IN THE SPECIFICATIONS AND THE ALLOWABLE SOIL BEARING STRESS IS 2,000 LBS/SQ. FT. 10. CONTRACTOR SHALL PROVIDE THRUST BLOCKING FOR ALL BURIED FITTINGS CONTRACTOR SHALL PROVIDE THRUST BLOCKING FOR ALL BURIED FITTINGS AND VALVES.

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BEARING AREA OF THRUST BLOCKS IN SQUARE FEET (HORIZONTAL BENDS)

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EACH AREA (A/2) IS OF TABULATED 12 OF TABULATED TOTAL AREA RESTRAINED PLUG

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FITTING SIZE (INCHES)

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TEE, WYE, PLUG, OR CAP

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90° BEND,PLUGGED CROSS

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TEE, PLUGGED RUN

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BEND ANGLE

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TEE

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PLUGGED CROSS *

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WYE

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REDUCER FOR BEARING AREAS REFER TO 22 12°BEND

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BEND

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PLUGGED CROSS

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TEE, PLUGGED RUN

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PLUG OR CAP

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VOLUME OF THRUST BLOCK IN CUBIC YARDS (VERTICAL BENDS)

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FITTING SIZE (INCHES)

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BEND ANGLE

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VERTICAL BEND REBAR

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FITTING SIZE

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ROD SIZE

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EMBEDMENT

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EPOXY COATED REBAR OVER FITTING AND EMBEDDED IN CONCRETE (SEE TABLE FOR SIZES)

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VALVE THRUST BLOCK DIMENSIONS

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VALVE SIZE

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REBAR SIZE

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100 PSI

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150 PSI

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DIMENSION `A' = WIDTH OF THRUST BLOCK (PERPENDICULAR TO PAGE)

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EPOXY COATED REBAR

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SCALE: NONE

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PIPE LOCATOR TAPE (CENTERED OVER PIPE)

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PIPE LOCATOR TAPE (CENTERED OVER PIPE)

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EXISTING BASE COURSE (TYP)

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EXISTING ASPHALT PAVEMENT (TYP)

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EXISTING GRAVEL (TYP)

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WATER MAIN, STORM DRAIN OR SANITARY SEWER

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TYPE A NATIVE BACKFILL 95% COMPACTION

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TOPSOIL REMOVAL AND REPLACEMENT

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EXISTING TOPSOIL (TYP)

AutoCAD SHX Text 3/4" MINUS BASE COURSE MATERIAL MATCH EXISTING THICKNESS OR MIN. 16'' COMPACTED IN PLACE, WHICHEVER IS GREATER.

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TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION

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TYPE 1 PIPE SELECT GRANULAR BEDDING MATERIAL

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TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION

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TYPE 1 PIPE SELECT GRANULAR BEDDING MATERIAL

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TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION

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TYPE 1 PIPE SELECT GRANULAR BEDDING MATERIAL

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TRENCH

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TRENCH

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TRENCH

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TRENCH

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TRENCH

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TRENCH

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TRENCH

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TRENCH

AutoCAD SHX Text PAVEMENT REMOVAL AND REPLACEMENT MATCH EXISTING THICKNESS OR MIN. 4" COMPACTED IN PLACE, WHICHEVER IS GREATER.

AutoCAD SHX Text GRAVEL REMOVAL AND REPLACEMENT MATCH EXISTING THICKNESS OR 12" MIN COMPACTED IN PLACE WHICHEVER IS GREATER

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TRENCH

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TRENCH

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TRENCH

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TRENCH

AutoCAD SHX Text TRENCH SHALL BE CONSTRUCTED TO OSHA SPECIFICATIONS FOR EXCAVATION. DRAWINGS DO NOT SHOW TRENCH DIMENSIONS OR BACKSLOPES THAT MAY BE REQUIRED. CONTRACTOR REQUIRED TO DETERMINE WHICH OSHA SPECIFICATIONS ARE APPLICABLE. 7. ALL SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED LOCATION. ALL SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED LOCATION. INSTALL 4" OF RIGID INSULATION THE FULL WIDTH OF THE TRENCH WHEN BURY TO TOP OF PIPE IS LESS THAN 6'-6" FOR WATER, 4'-0" FOR SEWER. 9. ALL ROCKS GREATER THAN 12" IN ANY DIMENSION SHALL BE HAULED OFF SITE AND ALL ROCKS GREATER THAN 12" IN ANY DIMENSION SHALL BE HAULED OFF SITE AND DISPOSED OF PROPERLY. NO ROCKS OR LUMPS LARGER THAN 2" IN ANY DIMENSION SHALL BE ALLOWED WITHIN 6" OF THE PIPE. USE SUITABLE NATIVE MATERIAL FOR BACKFILL. SEE TECHNICAL SPECIFICATIONS FOR CONDITIONS REQUIRING IMPORTED TRENCH BACKFILL.

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AutoCAD SHX Text USE LABELED AND COLOR-CODED TAPE FOR THE APPROPRIATE UTILITY PIPE, PLACED 24" MAXIMUM BELOW FINISHED SURFACE. SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS WHICH ARE NOT PAVED, SODDED, CONCRETED, OR GRAVELED PER SPECIFICATIONS. FOR WATER MAINS ONLY; TRACER WIRE SHALL BE TAPED TO TOP OF ALL PIPE AND BROUGHT UP TO GROUND SURFACE AT ALL FIRE HYDRANTS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 30, 2020.